<rss version="2.0" xmlns:hwi="http://www.hanleywood.com" xmlns:tcm="http://www.tridion.com/ContentManager/5.0" xmlns:tcmse="http://www.tridion.com/ContentManager/5.1/TcmScriptAssistant" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:tcl="urn:TridionComponentLink"><channel><title>Concrete Construction Online Magazine: Placing &amp; Finishing</title><link>http://www.concreteconstructiononline.com/on-the-job/problem-clinic/placing-and-finishing.aspx?view=rss&amp;id=Query_tcm45625902</link><image><title /><url /><link /></image><description>
				The Information Source for the Home Building Industry
			</description><language>en-us</language><copyright>&amp;copy;2013 Hanleywood</copyright><pubDate>Mon, 1 Oct 2012 06:06:08 EST
	</pubDate><webMaster /><item><title>Expansion Joints</title><link>http://www.concreteconstructiononline.com/joints/expansion-joints.aspx?rssLink=Expansion+Joints</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/joints/expansion-joints.aspx?rssLink=Expansion+Joints &gt;
              
              &lt;img src=/Images/tmp1D01%2Etmp_tcm45-1525480.jpg width=90 height=60 alt=problem-expansion-Hero.jpg(90) title=problem-expansion-Hero.jpg(90) /&gt;&lt;/a&gt;
            Are expansion joints necessary?</description><pubDate>Mon, 1 Oct 2012 06:06:08 EST
      </pubDate><category>Joints</category><category>Concrete Expansion</category></item><item><title>Bulging Joint Fillers</title><link>http://www.concreteconstructiononline.com/joints/bulging-joints.aspx?rssLink=Bulging+Joints</link><description>
              &lt;a href=http://www.concreteconstructiononline.com/joints/bulging-joints.aspx?rssLink=Bulging+Joints &gt;
              
              &lt;img src=/Images/tmp866%2Etmp_tcm45-942343.jpg width=90 height=60 alt=1111_cc_3-2problems-bulge_2.jpg(90) title=1111_cc_3-2problems-bulge_2.jpg(90) /&gt;&lt;/a&gt;
            Under resilient floors, what is less likely to telegraph joints after moisture equilibration: semirigid epoxy or polyurea?</description><pubDate>Fri, 16 Dec 2011 01:38:27 EST
      </pubDate><category>Joints</category><category>Foundation</category><category>Slab</category></item><item><title>Pigment Effects on Concrete Properties</title><link>http://www.concreteconstructiononline.com/air-void/pigment-effects-on-concrete-properties.aspx?rssLink=Pigment+Effects+on+Concrete+Properties</link><description>Besides changing the color, does adding pigment to concrete have any other effects on its properties that a contractor should be aware of?</description><pubDate>Fri, 16 Dec 2011 01:26:25 EST
      </pubDate><category>Air Void</category><category>Concrete Setting</category></item><item><title>Adding Water to Concrete on the Jobsite</title><link>http://www.concreteconstructiononline.com/consistency-and-workability/adding-water-to-concrete-on-the-jobsite.aspx?rssLink=Adding+Water+to+Concrete+on+the+Jobsite</link><description>Under what conditions are we allowed to retemper ready-mixed concrete at the jobsite? If we receive a batch that has too low a slump, can we add water to make the concrete more workable?

</description><pubDate>Sun, 12 Dec 2010 01:37:34 EST
      </pubDate><category>Consistency and Workability</category><category>Water-Cement Ratio</category></item><item><title>Depth of Isolation Joints</title><link>http://www.concreteconstructiononline.com/joints/depth-of-isolation-joints.aspx?rssLink=Depth+of+Isolation+Joints</link><description>Do I need to cut completely through a slab to form isolation joints?

</description><pubDate>Sun, 12 Dec 2010 01:39:28 EST
      </pubDate><category>Joints</category></item><item><title>Concrete Expansion Joints</title><link>http://www.concreteconstructiononline.com/joints/concrete-expansion-joints.aspx?rssLink=Concrete+Expansion+Joints</link><description>Are joints in concrete meant to accommodate expansion or contraction? Someone told me that what I've always called expansion joints I should now call contraction joints. Does this mean that concrete doesn't expand? What are these joints actually supposed to do?</description><pubDate>Wed, 15 Dec 2010 03:14:24 EST
      </pubDate><category>Joints</category><category>Concrete Expansion</category><category>Slab</category><category>Cracking and Crazing</category></item><item><title>Concrete and Copper Concerns</title><link>http://www.concreteconstructiononline.com/copper/concrete-and-copper-concerns.aspx?rssLink=Concrete+and+Copper+Concerns</link><description>We've been asked to place a concrete pad as the floor for a newhome, on a base of crushed limestone. There will be copper water pipescoming up through the floor. Are there any reasons for concern about a chemical reaction between the limestone and the copper pipe?

</description><pubDate>Sun, 12 Dec 2010 08:36:16 EST
      </pubDate><category>Copper</category><category>Construction</category><category>Natural Metals</category></item><item><title>Preparing for an SCC Pour</title><link>http://www.concreteconstructiononline.com/concrete-construction/preparing-for-an-scc-pour.aspx?rssLink=Problem+Clinic%3a+Preparing+for+An+SCC+Pour</link><description>We have our first large self-consolidating concrete (SCC) project coming up soon, so I want to ensure that we get this right. The engineer performed the required test mixes to confirm slump, flow, spread, and compressive strength performance. The mix from</description><pubDate>Thu, 16 Dec 2010 02:18:16 EST
      </pubDate><category>Concrete</category><category>Mix Design</category><category>Concrete Strength</category><category>Consistency and Workability</category><category>Concrete Construction</category></item><item><title>Fixing a Curling Floor</title><link>http://www.concreteconstructiononline.com/concrete-articles/fixing-a-curling-floor.aspx?rssLink=Fixing+a+Curling+Floor</link><description>The contractor says it is a workmanship problem between me and the excavator. What are your thoughts on this and how should I go about repairing it? The contractor suggested pumping grout under the floor at the joints, but I don't think that is a good ide</description><pubDate>Sun, 12 Dec 2010 08:40:42 EST
      </pubDate><category>Joints</category><category>Slab</category><category>Cracking and Crazing</category><category>Mix Design</category></item><item><title>Grinding Questions From a Novice</title><link>http://www.concreteconstructiononline.com/concrete-construction/grinding-questions-from-a-novice.aspx?rssLink=Grinding+Questions+From+a+Novice</link><description>I am the building manager for a large church on the East Coast. We recently have contracted with a company to grind and overlay about 5000 square feet of our church.</description><pubDate>Tue, 5 Jun 2012 05:06:47 EST
      </pubDate><category>Efflorescence</category><category>Concrete</category><category>Grinding and Grooving</category><category>Decorative Concrete</category><category>Bleeding</category><category>Concrete Texture and Stamping</category></item><item><title>Did Salt Finish Affect Color?</title><link>http://www.concreteconstructiononline.com/concrete-construction/did-salt-finish-affect-color.aspx?rssLink=Did+Salt+Finish+Affect+Color%3f</link><description>I am the building manager for a large church on the East Coast. We recently have contracted with a company to grind and overlay about 5000 square feet of our church.</description><pubDate>Mon, 13 Dec 2010 10:16:36 EST
      </pubDate><category>Efflorescence</category><category>Concrete</category><category>Grinding and Grooving</category><category>Decorative Concrete</category><category>Bleeding</category><category>Concrete Texture and Stamping</category></item><item><title>Is Slump Test Outdated?</title><link>http://www.concreteconstructiononline.com/concrete-construction/problem-clinic-is-slump-test-outdated.aspx?rssLink=Problem+Clinic%3a+Is+Slump+Test+Outdated%3f</link><description>A lot of the concrete we're now placing would be considered “low slump.” Years ago it would have meant trouble for the crew. But today, we're able to work with most of the low slump concrete we get. Is the slump test outdated?</description><pubDate>Mon, 13 Dec 2010 10:16:23 EST
      </pubDate><category>Consistency and Workability</category></item><item><title>Problem Clinic: How Curling Happens and How to Control It</title><link>http://www.concreteconstructiononline.com/concrete-construction/problem-clinic4.aspx?rssLink=Problem+Clinic%3a+How+Curling+Happens+and+How+to+Control+It</link><description>I am about to install a 10,000-square-foot floor and the owner believes that wet curing the floor will result in no curling. Is this true? </description><pubDate>Sun, 12 Dec 2010 08:48:35 EST
      </pubDate><category>Concrete Construction</category></item><item><title>Correcting for Aggregate Moisture</title><link>http://www.concreteconstructiononline.com/concrete-construction/correcting-for-aggregate-moisture.aspx?rssLink=Correcting+for+Aggregate+Moisture</link><description>Q: I'm fairly new in the concrete business and I know that a mix's water-cement ratio affects how well the concrete turns out, but as a contractor why should I care about something called "aggregate moisture?"</description><pubDate>Sun, 12 Dec 2010 08:37:40 EST
      </pubDate><category>Aggregates</category><category>Concrete</category><category>Water-Cement Ratio</category><category>Consistency and Workability</category><category>Concrete Strength</category><category>Mix Design</category><category>Hardeners and Densifiers</category></item><item><title>Curing</title><link>http://www.concreteconstructiononline.com/concrete-construction/problem-clinic-curing.aspx?rssLink=Problem+Clinic%3a+Curing</link><description>Questions about the effects on curing of temperature and superplasticizers.</description><pubDate>Sun, 12 Dec 2010 08:48:34 EST
      </pubDate><category>Concrete</category><category>Concrete Strength</category><category>Concrete Curing</category><category>High-Strength Concrete</category><category>Superplasticizer</category><category>Concrete Construction</category><category>Curing Blankets</category><category>Hardeners and Densifiers</category></item><item><title>Early Morning Slab Pours</title><link>http://www.concreteconstructiononline.com/concrete-construction/early-morning-slab-pours.aspx?rssLink=Early+Morning+Slab+Pours</link><description>I am a concrete contractor in the Southwest and to beat the heat in the summertime, I cast my slabs early in the morning, starting before dawn. By avoiding the heat of the day, doesn't this reduce the need for curing?</description><pubDate>Fri, 17 Dec 2010 10:44:08 EST
      </pubDate><category>Concrete</category><category>Concrete Strength</category><category>Concrete Curing</category><category>High-Strength Concrete</category><category>Superplasticizer</category><category>Concrete Construction</category><category>Curing Blankets</category><category>Hardeners and Densifiers</category></item><item><title>Testing Curing Effectiveness</title><link>http://www.concreteconstructiononline.com/concrete-construction/testing-curing-effectiveness.aspx?rssLink=Testing+Curing+Effectiveness</link><description>What tests can I use to determine if the curing has been effective?</description><pubDate>Fri, 17 Dec 2010 10:46:42 EST
      </pubDate><category>Concrete</category><category>Concrete Strength</category><category>Concrete Curing</category><category>High-Strength Concrete</category><category>Superplasticizer</category><category>Concrete Construction</category><category>Curing Blankets</category><category>Hardeners and Densifiers</category></item><item><title>Does Superplasticizer Reduce Need for Curing Water?</title><link>http://www.concreteconstructiononline.com/concrete-construction/does-superplasticizer-reduce-need-for-curing-water.aspx?rssLink=Does+Superplasticizer+Reduce+Need+for+Curing+Water%3f</link><description>I am using a superplasticizer in my concrete. I have heard that since this is a water-reducer, the need for curing water is reduced. Is this correct?</description><pubDate>Fri, 17 Dec 2010 10:45:50 EST
      </pubDate><category>Concrete</category><category>Concrete Strength</category><category>Concrete Curing</category><category>High-Strength Concrete</category><category>Superplasticizer</category><category>Concrete Construction</category><category>Curing Blankets</category><category>Hardeners and Densifiers</category></item><item><title>On the Questionable, and Perhaps Lost, Art of Curing Concrete</title><link>http://www.concreteconstructiononline.com/concrete-construction/on-the-questionable-and-perhaps-lost-art-of-curin.aspx?rssLink=On+the+Questionable%2c+and+Perhaps+Lost%2c+Art+of+Curing+Concrete</link><description>I have a project specification that requires fog spraying, followed by curing compound, followed by wet cure with burlap and soaker hoses. Why the complicated curing requirements? Isn't this a case of specification-overkill?</description><pubDate>Sun, 12 Dec 2010 08:46:59 EST
      </pubDate><category>Concrete Construction</category><category>Concrete</category><category>Slab</category><category>Bleeding</category><category>Concrete Curing</category><category>Cracking and Crazing</category></item><item><title>Concrete expansion joints</title><link>http://www.concreteconstructiononline.com/concrete-construction/concrete-expansion-joints.aspx?rssLink=Concrete+expansion+joints</link><description>I was told that what we used to call expansion joints I should now call contraction joints. Does that mean that concrete doesn't expand?</description><pubDate>Mon, 13 Dec 2010 10:16:18 EST
      </pubDate><category>Concrete Construction</category><category>Joints</category><category>Concrete Expansion</category><category>Slab</category><category>Cracking and Crazing</category></item></channel></rss>